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Home My WebLink AboutC3 0030 EROSION CONTROL BMP FACTS SHEET 1. IN CASE OF EMERGENCY,CALL JOHN WALSH WM-1 MATERIAL DELIVERY AND STORAGE EROSION CONTROL LEGEND A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON(OCTOBER 1 TO PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE 2. APRIL 16).NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. WM-2 MATERIAL USE 000cp PLACE GRAVEL BAGS AND EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE FENCE WITH WIND SCREEN 3. GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT MATERIALS. 4. THE CONCLUSION OF EACH WORKING DAY.ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFFSITE WM-4 SPILL PREVENTION AND CONTROL 0 PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE j} ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. , WM-5 SOLID WASTE MANAGEMENT 5. PROPERLY. PR i .T PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED ' MIN HEIGHT PROPERTY 1 A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET.THE DEVICE STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER 2 BAGS MIN. i 6. SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM.PUMPING AND DRAINING OF ALL BASINS AND POLLUTION AND PREVENT WIND DISPERSAL DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR OEWATERING OPERATIONS. WM3 HAZARDOUS WASTE MANAGEMENT THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE 7. TO THE DESCRETION OF THE FIELD ENGINEER.ADDITIONAL DEVICES,AS NEEDED,SHALL BE INSTALLED TO RETAIN SEDIMENTS PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. AND OTHER POLLUTANTS ON SITE. WM-7 CONTAMINATED SOIL MANAGEMENT a2) PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORM WATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING ALKALINE SOILS BY CONDUCTING PRE—CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING 8. YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL CONTAMINATED SOIL PROMPTLY. GRAVEL BAG DETAIL WMS CONCRETE WASTE MANAGEMENT N•S STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED,AS NEEDED,AS THE PROJECT PROGRESSES. STORE DRY AND WET MATERIALS"UNDER COVER. AVOID ON—SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM 9. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER.PLANS REPRESENTING DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON—SITE SHALL SET UP, BE BROKEN APART, AND CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT 10. UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON—SITE ARE REQUIRED ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR 11. VIA SHEET FLOW,SWALES,AREA DRAINS,NATURAL DRAINAGE COURSES,OR WIND. DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. " MIN TC-1 STABILIZED CONSTRUCTION ENTRANCE STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT �.i2. FROM THE SITE BY THE FORCES OR WIND OR WATER TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION FUELS,OILS,SOLVENTS,AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. IXISTING GROUND 13. CONTAMINATE THE SOILS AND SURFACE WATERS.ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE SE-1 SILT FENCE WEATHER.SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.SPILLS MAY NOT BE WASHED 3E-3 SEDIMENT TRAP PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTIONINTO THE DRAINAGE SYSTEM. SE-8 GRAVEL BAGS ENTRANCE AND STREET EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.PROVISIONS SHALL. ERODED SEDIMENTS MUST BE RETAINED ON—SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT 14. BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE. MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. CONSTRUCTION ENTRANCE DEVELOPERSICONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMPS ARE INSTALLED AND NTS 15. FUNCTIONING PROPERLY IF THERE IS A40%CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION,AND AFTER ACTUAL PRECIPITATION.A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL(COPIES OF THE SELF4NSPECTTON CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). BMP FACTS SHEET TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT 16. CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. ALL BMPS SHALL BE IN ACCORDANCE WITH MODEL BMPS FROM THE CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CABMPHANDBOOKS.COM SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.THE CONSTRUCTION 17. ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY APPROACHES.THE SAND BAGS SHOULD BE 2v ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. WIDE AND 10'HIGH.MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET#SE-8. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND EC2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET#WM-9. 18. AND WATER. EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET#WM-1. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. EC4 EXISTING WALL TO REMAIN.PROTECT IN PLACE. 19. ADDITIONAL BMP S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. 20. JI C _ ADJACENT RESIDENCE I . PLACE GRAft BAGS AND C V . .. .. . .. . ....... ...: .. PLACE GRAVEL BAGS AND �— —D EC7 FENCE NTH WIND SCREEN . •...•.. ...;.... . ..:.. ...:•,..;..... ::.•�:':,-. .:. :..•: , I :.` PLACE GRAVEL BAGS AND EC1 lI FENCE WITH WIND SCREEN CONSTRUCTIONN EC :.{� :..•.:.,•,-. ENTRANCE Lu <: - : - •.��.. •:vim'. Qut EC4 T cow_ EC1 LACE FNCE WITH WIND SCREEN _ACE GRAVEL. SAGS AND i I TO VAT REMAIN / / ; / / / /�/ I 41 I ' ADJACENT RESIDENCE . 1 n=c! ARCHITECT: OWNER/DEVELOPER: PREPARED BY: Essf, SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: °' BRADFORD C.SMITH HOME SWEET HOME, LLC FORKERT ENGINEERING&SURVEYING, INC. � fps M. � BENCH MARK* 1E-116-99 LOT 6 BLOCK 2 EROSION CONTROL PLAN 425 30TH STREET MR.AND MRS.JOHN WALSH 22311 BROOKHURST ST,STE 203 GH�i DATUM:NAVD88 BALBOA BAYSIDE TRACT DRAWN: MJ SUITE 22 417 EDGEWATER HUNTINGTON BEACH,CA 92646 ELEVATION:7.587 (CONSTRUCTION POLLUTION PREVENTION PLAN NEWPORT BEACH, CA 92663 NEWPORT BEACH,CALIFORNIA (714)963-6793 NO.SOS27 M.M. 4/78 CHCK'D: TR (949)631-3682 JN XXXX * EXP.1231-20 417 EDGEWATER C ° 3- NO. DATE R E V I S 1 0 N S DATE: XX/XX/1g �'�O�Fc�n� THOMAS M. RUIZ DATE NEWPORT BEACH, CALIFORNIA